Asd-SR 60/US 250-12.11/10.67
Ashland County · est $0.4M
Bid dateThursday, March 22—
Ashland County · est $0.4M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 40 more items below.
| Item | Quantity | R1Adena Corporation | R2Shelly & Sands INC | R3Rietschlin Construction INC | R4Stanley Miller Construction Company | R5Crawford Construction Company INC | % of bid |
|---|---|---|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 87 FT | $550 | $658 | $667 | $615 | $558 | 17% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 133 CY | $211 | $270 | $216 | $223 | $257 | 10% |
| 611E22201 54" CONDUIT, TYPE A, AS PER PLAN | 100 FT | $275 | $256 | $388 | $360 | $350 | 10% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E |
| Item | Quantity | R1Adena Corporation | R2Shelly & Sands INC | R3Rietschlin Construction INC | R4Stanley Miller Construction Company | R5Crawford Construction Company INC |
|---|---|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 6 EACH | $499 | $1,500 | $900 | $441 | $833 |
| 202E23500 WEARING COURSE REMOVED | 315 SY | $20.41 | $19.00 | $13.00 | $13.34 | $24.00 |
| 204E10000 SUBGRADE COMPACTION | 931 SY | $1.76 | $4.00 | $3.00 | $1.00 | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 7 EACH |
| $2,328 |
| $2,080 |
| $2,250 |
| $2,311 |
| $2,121 |
| 6% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 288 CY | $49.87 | $48.00 | $66.50 | $36.70 | $33.00 | 5% |
| 203E20000 EMBANKMENT | 1,012 CY | $13.20 | $15.00 | $13.00 | $22.40 | $31.00 | 5% |
| 614E12420 DETOUR SIGNING | 1 LS | $12,949 | $8,170 | $8,850 | $9,078 | $12,000 | 5% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (52 CY | $217 | $300 | $305 | $312 | $286 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 450 FT | $24.39 | $18.40 | $20.00 | $20.45 | $18.77 | 4% |
| 202E35200 PIPE REMOVED, OVER 24" | 113 FT | $90.32 | $16.00 | $180 | $120 | $77.00 | 4% |
| 602E20000 CONCRETE MASONRY | 25.2 CY | $401 | $1,675 | $935 | $691 | $550 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,033 | $11,250 | $6,059 | $2,634 | $12,000 | 4% |
| 304E20000 AGGREGATE BASE | 151 CY | $61.86 | $49.00 | $57.00 | $87.25 | $85.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $9,252 | $10,000 | $30,000 | $20,889 | $37,700 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 38 CY | $231 | $360 | $466 | $479 | $306 | 3% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 433 SY | $18.34 | $10.00 | $13.00 | $20.40 | $24.00 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,802 | $7,500 | $10,000 | $7,956 | $10,400 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,046 | $7,900 | $4,700 | $7,833 | $6,500 | 3% |
| 202E23000 PAVEMENT REMOVED | 240 SY | $28.61 | $14.00 | $18.00 | $46.40 | $24.00 | 2% |
| 203E10000 EXCAVATION | 432 CY | $15.53 | $15.00 | $16.50 | $19.75 | $31.00 | 2% |
| 216 CY |
| $16.56 |
| $21.00 |
| $21.00 |
| $26.65 |
| $14.00 |
| 204E50000 GEOTEXTILE FABRIC | 649 SY | $1.24 | $1.75 | $1.00 | $1.03 | $5.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $887 | $795 | $860 | $884 | $811 |
| 623E38500 MONUMENT ASSEMBLY | 4 EACH | $929 | $1,650 | $745 | $1,111 | $1,100 |
| 601E10000 RIPRAP | 8 SY | $256 | $300 | $307 | $348 | $300 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 11 CY | $186 | $155 | $222 | $140 | $151 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 31 CY | $103 | $125 | $130 | $112 | $114 |
| 659E10000 SEEDING AND MULCHING | 4,104 SY | $0.45 | $0.80 | $1.50 | $1.50 | $2.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 206 SY | $1.14 | $0.70 | $1.50 | $0.40 | $0.41 |
| 659E20000 COMMERCIAL FERTILIZER | 0.55 TON | $780 | $675 | $700 | $367 | $337 |
| 659E35000 WATER | 23 MGAL | $0.87 | $1.00 | $1.00 | $0.50 | $0.51 |
| 670E00700 DITCH EROSION PROTECTION | 111 SY | $2.56 | $1.70 | $8.00 | $2.50 | $2.24 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,130 | $7,000 | $4,000 | $2,778 | $6,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 72 CY | $19.32 | $37.00 | $25.00 | $23.00 | $350 |
| 407E10000 TACK COAT | 125 GAL | $5.54 | $2.00 | $3.00 | $3.00 | $1.00 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $242 | $360 | $466 | $479 | $612 |
| 441E50600 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3 CY | $228 | $300 | $305 | $312 | $510 |
| 618E41000 EDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) | 0.11 MILE | $54,426 | $47,750 | $48,600 | $54,545 | $56,282 |
| 621E00100 RPM | 4 EACH | $322 | $490 | $645 | $170 | $500 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $255 | $25.00 | $40.00 | $55.00 | $94.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 15 EACH | $8.32 | $6.00 | $7.00 | $6.67 | $6.12 |
| 642E00090 EDGE LINE, 4" | 0.19 MILE | $5,377 | $4,850 | $14,700 | $15,061 | $4,947 |
| 642E00290 CENTER LINE | 0.1 MILE | $10,754 | $9,700 | $14,800 | $15,222 | $9,894 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $2,944 | $7,000 | $8,000 | $4,833 | $4,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,534 LB | $1.54 | $2.80 | $2.00 | $2.54 | $2.00 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6.04 CY | $928 | $2,125 | $760 | $1,033 | $1,700 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 21.28 CY | $303 | $1,200 | $580 | $693 | $420 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.35 CY | $2,528 | $7,025 | $4,700 | $4,127 | $4,900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 27 SY | $44.51 | $45.00 | $49.00 | $49.00 | $45.90 |
| 512E33000 TYPE 2 WATERPROOFING | 103 SY | $12.78 | $22.50 | $25.00 | $17.50 | $23.00 |
| 512E33010 TYPE 3 WATERPROOFING | 110 SY | $26.73 | $32.00 | $35.00 | $41.00 | $32.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 23 SF | $5.21 | $8.50 | $27.00 | $2.51 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 15 CY | $150 | $130 | $150 | $182 | $109 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,066 | $2,550 | $4,902 | $6,000 | $4,000 |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $2,772 | $2,925 | $1,200 | $667 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,652 | $8,500 | $2,708 | $22,722 | $2,550 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 87 FT | $550.2 | $48k | 13% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 133 CY | $210.65 | $28k | 8% |
| 611E22201 54" CONDUIT, TYPE A, AS PER PLAN | 100 FT | $274.7 | $27k | 7% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 7 EACH | $2,328 | $16k | 4% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 288 CY | $49.87 | $14k | 4% |
| 203E20000 EMBANKMENT | 1,012 CY | $13.2 | $13k | 4% |
| 614E12420 DETOUR SIGNING | 1 LS | $12,949 | $13k | 4% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (52 CY | $217.3 | $11k | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 450 FT | $24.39 | $11k | 3% |
| 202E35200 PIPE REMOVED, OVER 24" | 113 FT | $90.32 | $10k | 3% |